Journal of Shandong Jiaotong University, Volume. 33, Issue 3, 32(2025)
Analysis of deformation patterns of bridge construction support under insufficient foundation bearing capacity
[1] [1] BAPORIKAR N. Infrastructure Development Strategies for Empowerment and Inclusion[M]. Hershey, Pennsylvania, USA：IGI Global, 2024：1-21.
[2] [2] HE Z G, LI W T, SALEHI H, et al. Integrated structural health monitoring in bridge engineering[J]. Automation in Construction, 2022, 136：104168.
[3] [3] LI J, ZHAO R Y, CAO S L. Structural deformation control in bridge construction based on error analysis and correction[J]．PloS One, 2025, 20（4）：e0319844.
[5] [5] AI X Y, WAN X L, PAN Z D, et al. Deformation, bearing capacity, and reliability of building formwork system based on real-time monitoring[J]．Mobile Information Systems, 2022, 2022（9）：3967734.
[7] [7] LI R, TAO Q, LIU Z H, et al. Investigation on buckling behaviour of scaffold independent supporting system considering semi-rigid nodes[J]．Buildings, 2025, 15（3）：443.
[8] [8] ELIK H K，AKAR G．Semi-rigid connections in steel structures State-of-the-Art report on modelling，analysis and design[J]．Steel and Composite Structures，2022，45（1）：1-21.
Get Citation
Copy Citation Text
MA Wenlong, WU Guohua, DONG Shujing, ZHAN Yuhua, ZHAO Yulong. Analysis of deformation patterns of bridge construction support under insufficient foundation bearing capacity[J]. Journal of Shandong Jiaotong University, 2025, 33(3): 32
Received: Jul. 25, 2024
Accepted: Aug. 21, 2025
Published Online: Aug. 21, 2025
The Author Email: ZHAO Yulong (zhaoyl@chd.edu.cn)
